CN204982561U - A cushion with have a tiny fragments of stone, coal, etc. track for having tiny fragments of stone, coal, etc. track sleeper - Google Patents

A cushion with have a tiny fragments of stone, coal, etc. track for having tiny fragments of stone, coal, etc. track sleeper Download PDF

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Publication number
CN204982561U
CN204982561U CN201520531797.8U CN201520531797U CN204982561U CN 204982561 U CN204982561 U CN 204982561U CN 201520531797 U CN201520531797 U CN 201520531797U CN 204982561 U CN204982561 U CN 204982561U
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China
Prior art keywords
cushion
topping
sleeper
elastic layer
railway roadbed
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CN201520531797.8U
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Chinese (zh)
Inventor
孟宪洪
唐永康
高国良
罗慧刚
王风
范佳
尤瑞林
李伟
马战国
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Shenhua Energy Co Ltd
Railway Engineering Research Institute of CARS
Shuohuang Railway Development Co Ltd
Original Assignee
China Shenhua Energy Co Ltd
Railway Engineering Research Institute of CARS
Shuohuang Railway Development Co Ltd
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Priority to CN201520531797.8U priority Critical patent/CN204982561U/en
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Publication of CN204982561U publication Critical patent/CN204982561U/en
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Abstract

The utility model discloses a cushion with have a tiny fragments of stone, coal, etc. Track for having tiny fragments of stone, coal, etc. Track sleeper, the cushion be used for setting up between sleeper and railway roadbed with to the sleeper provides elastic support, the cushion is including being located elastic layer (1) on upper portion and supporting regularly in the lower part protective layer (2) of elastic layer, the elastic layer can support the bottom of sleeper, the protective layer is made and is lain in by wear -resistant material the elastic layer with between the railway roadbed. The utility model discloses a cushion has the effect that can improve the stable of track structure and life.

Description

For cushion and the Ballast track of Ballast track sleeper
Technical field
The utility model relates to cushion, particularly, relates to a kind of cushion for Ballast track sleeper and Ballast track.
Background technology
Along with the development of Railway Transport Industry expands, the requirement (such as to the high stability of circuit, durability, reliability and road-ability etc.) for track structure is also more and more higher.How the rigid foundation locations such as the bridge especially in Ballast track circuit and tunnel, reduce wheel-rail interaction, reduce track vibration noise, the stability improving railway roadbed and maintenance cycle become railroad track technical field important research direction.
Such as, in Ballast track, effectively can reduce wheel-rail interaction by arranging cushion between sleeper and railway roadbed, reducing the reliability of track vibration noise and raising track.But cushion is set bottom sleeper, on the one hand can causes sleeper and have the frictional force between tiny fragments of stone, coal, etc. railway roadbed to reduce and affect the stability of track structure; On the other hand, directly breakage easily can be produced with there being tiny fragments of stone, coal, etc. railway roadbed to contact under High-speed Train Loads due to cushion, thus the application life of influence elastane pad.But, in railroad track technical field of research, there is no cushion design scheme under the pillow of mature and reliable at present.
Therefore, in prior art, technical problem to be solved needs to provide a kind of can improve the stability of track structure and the cushion of high life.
Utility model content
Problem to be solved in the utility model is to provide a kind of cushion for Ballast track sleeper and comprises the Ballast track of this cushion, and this cushion can improve the stability of track structure and high life.
To achieve these goals; according to an aspect of the present utility model; the utility model provides a kind of cushion for Ballast track sleeper; this cushion is used for being arranged between sleeper and railway roadbed to provide resiliency supported to described sleeper; described cushion comprises superposed elastic layer and supports the topping of described elastic layer in bottom regularly; described elastic layer can support the bottom of described sleeper, and described topping is made up of high-abrasive material and between described elastic layer and described railway roadbed.
Preferably, the surface towards described railway roadbed of described topping is formed with anti-skid structure.
Preferably, described anti-skid structure is formed as multiple protuberance, is arranged on the described surface of described topping multiple described protuberance predetermined space.
Also can preferably, the projecting surface of described protuberance is in the same plane.
In addition, preferably, described protuberance is formed as extending along the longitudinal direction on described surface on the described surface of described topping.
Also can preferably, described protuberance is formed as along vertically extending with the longitudinal direction on described surface on the described surface of described topping
In addition, preferably, described topping is made up of ethylene propylene diene rubber or polyurethane, and containing macromolecular fibre in described topping.
Preferably, described macromolecular fibre is polyester fiber.
Preferably, described elastic layer is made up of expanded material.
In addition; according to another aspect of the present utility model; the utility model also provides a kind of Ballast track; this Ballast track comprises cushion as above; this cushion is arranged between described sleeper and described railway roadbed; and described elastic layer contacts with the bottom of described sleeper, described topping contacts with described railway roadbed.
Pass through technique scheme; namely; by the elastic layer of cushion being arranged on the bottom of sleeper and support sleeper; and between elastic layer and railway roadbed, prevent elastic layer from damaging the topping of elastic layer; this topping not only plays the effect of protection elastic layer and improves application life of cushion, but also can improve the stability of track structure.
Other features and advantages of the utility model are described in detail in detailed description of the invention part subsequently.
Accompanying drawing explanation
Accompanying drawing is used to provide further understanding of the present utility model, and forms a part for manual, is used from explanation the utility model, but does not form restriction of the present utility model with detailed description of the invention one below.In the accompanying drawings:
Fig. 1 is the structure chart of the cushion according to an embodiment of the present utility model;
Fig. 2 is the enlarged drawing of the I part in Fig. 1;
Fig. 3 is the top view of Fig. 1.
Description of reference numerals
1 elastic layer 2 topping
3 protuberance 4 projecting surfaces
A longitudinal direction
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in detail.Should be understood that, detailed description of the invention described herein, only for instruction and explanation of the utility model, is not limited to the utility model.
According to an aspect of the present utility model; the utility model provides a kind of cushion for Ballast track sleeper; this cushion is used for being arranged between sleeper and railway roadbed to provide resiliency supported to sleeper; cushion comprises superposed elastic layer 1 and supports the topping 2 of elastic layer 1 in bottom regularly; elastic layer 1 can the bottom of support sleeper, and topping 2 is made up of high-abrasive material and between elastic layer 1 and railway roadbed.As shown in Figure 1 to Figure 3; cushion comprises elastic layer 1 and topping 2; elastic layer 1 can be arranged on the bottom of sleeper and provide resiliency supported for sleeper; topping 2 is made up of high-abrasive material; this topping 2 is fixedly fastened on the bottom of elastic layer 1; and between elastic layer 1 and railway roadbed, thus not only have and can prevent elastic layer 1 from sustaining damage and improving the effect in the application life of elastic layer 1, but also there is the effect of the stability that can improve track structure.
Preferably, the surface towards railway roadbed of topping 2 is formed with anti-skid structure.Namely; topping 2 on the surface of elastic layer 1, be formed with anti-skid structure; can appropriate configuration be formed as this anti-skid structure, as long as the frictional force that the surface that can increase topping 2 contacts with railway roadbed, thus there is the effect of the stability improving track structure.
Preferably, anti-skid structure is formed as multiple protuberance 3, is arranged on the described surface of topping 2 multiple protuberance 3 predetermined space.As shown in Figures 2 and 3, the shape of described protuberance 3 can be rectangle, can be also irregular shape, be not particularly limited this.By by multiple protuberance 3 predetermined space be arranged in topping 2 towards on the surface of railway roadbed, thus the frictional force between topping 2 and railway roadbed can be improved equably.
Preferably; the projecting surface 4 of protuberance 3 is in the same plane; thus projecting surface 4 and the railway roadbed uniform contact of each protuberance 3 on the surface of topping 2 can be ensured; frictional force between the projecting surface 4 of the protuberance 3 of topping 2 and railway roadbed is kept evenly, thus can the concentrated wear of effective protection aquiclude 2.
Preferably, as shown in Figure 3, protuberance 3 is formed as extending along the longitudinal direction A on described surface on the described surface of topping 2, or, preferably, protuberance 3 is formed as along vertically extending with the longitudinal direction A on described surface on the described surface of topping 2, but the utility model is not limited thereto, as long as the effect of the frictional force between the surface towards railway roadbed and railway roadbed improving topping 2 can be played, described protuberance 3 also can be formed as other structures, such as, described protuberance 3 comprises the first protuberance and the second protuberance, first protuberance extends along the longitudinal direction A on the described surface of topping 2, second protuberance is along vertically extending with the longitudinal direction A on the described surface of topping 2, thus the frictional force improved between protuberance 3 and railway roadbed.
Preferably, topping 2 is made up of ethylene propylene diene rubber or polyurethane, and containing macromolecular fibre in topping 2.Preferably, described macromolecular fibre is polyester fiber.By admixture macromolecular fibre composition in topping 2, improve the puncture-resistant of topping 2, cracking resistance and anti-permeability performance, thus effectively can reduce topping 2 and be damaged, and then improve the application life of cushion.At this, described macromolecular fibre can be also other fibers, as long as can improve the anti-wear performance of topping 2.
In addition, preferably, elastic layer 1 is made up of expanded material thus can effectively for sleeper is provided resiliency supported, and wherein, this elastic layer 1 can be made up of ethylene propylene diene rubber or polyurethane.But the utility model is not limited thereto, elastic layer 1 also can adopt other materials, as long as can provide elasticity for sleeper.
In addition, according to another aspect of the present utility model, the utility model also provides a kind of Ballast track; this Ballast track comprises cushion as above; this cushion is arranged between sleeper and railway roadbed, and elastic layer 1 contacts with the bottom of sleeper, and topping 2 contacts with railway roadbed.
Wherein, because topping 2 is arranged on the bottom of elastic layer 1 by high-abrasive material and is contacted with railway roadbed; thus can play protection elastic layer 1 be not damaged; make elastic layer 1 can effectively for sleeper provides resiliency supported; in addition; the frictional force that can improve between topping 2 and railway roadbed because topping 2 has anti-skid structure, thus the effect with the stability improving track structure.In addition, owing to containing macromolecular fibre composition in topping 2, thus puncture-resistant, cracking resistance, the anti-permeability performance of topping 2 can be improved, and then improve the application life of cushion.Cushion of the present utility model not only can be applied to the sleeper of the Ballast track in common railway, high-speed railway, subway and light rail, but also can meet the instructions for use of the sleeper of heavy haul railway Ballast track.
Below preferred embodiment of the present utility model is described by reference to the accompanying drawings in detail; but; the utility model is not limited to the detail in above-mentioned embodiment; within the scope of technical conceive of the present utility model; can carry out multiple simple variant to the technical solution of the utility model, these simple variant all belong to protection domain of the present utility model.
It should be noted that in addition, each concrete technical characteristic described in above-mentioned detailed description of the invention, in reconcilable situation, can be combined by any suitable mode, in order to avoid unnecessary repetition, the utility model illustrates no longer separately to various possible combination.
In addition, also can be combined between various different embodiment of the present utility model, as long as it is without prejudice to thought of the present utility model, it should be considered as content disclosed in the utility model equally.

Claims (10)

1. for the cushion of Ballast track sleeper; this cushion is used for being arranged between sleeper and railway roadbed to provide resiliency supported to described sleeper; it is characterized in that; described cushion comprises superposed elastic layer (1) and supports the topping (2) of described elastic layer (1) in bottom regularly; described elastic layer (1) can support the bottom of described sleeper, and described topping (2) is made up of high-abrasive material and is positioned between described elastic layer (1) and described railway roadbed.
2. cushion according to claim 1, is characterized in that, the surface towards described railway roadbed of described topping (2) is formed with anti-skid structure.
3. cushion according to claim 2, is characterized in that, described anti-skid structure is formed as multiple protuberance (3), is arranged on the described surface of described topping (2) multiple described protuberance (3) predetermined space.
4. cushion according to claim 3, is characterized in that, the projecting surface (4) of described protuberance (3) is in the same plane.
5. cushion according to claim 4, is characterized in that, described protuberance (3) is formed as extending along the longitudinal direction (A) on described surface on the described surface of described topping (2).
6. cushion according to claim 4, is characterized in that, described protuberance (3) is formed as along vertically extending with the longitudinal direction (A) on described surface on the described surface of described topping (2).
7. the cushion according to any one of claim 1-6, is characterized in that, described topping (2) is made up of ethylene propylene diene rubber or polyurethane, and containing macromolecular fibre in described topping (2).
8. cushion according to claim 7, is characterized in that, described macromolecular fibre is polyester fiber.
9. cushion according to claim 1, is characterized in that, described elastic layer (1) is made up of expanded material.
10. Ballast track; it is characterized in that; this Ballast track comprises the cushion according to any one of claim 1-9; this cushion is arranged between described sleeper and described railway roadbed; and described elastic layer (1) contacts with the bottom of described sleeper, described topping (2) contacts with described railway roadbed.
CN201520531797.8U 2015-07-21 2015-07-21 A cushion with have a tiny fragments of stone, coal, etc. track for having tiny fragments of stone, coal, etc. track sleeper Active CN204982561U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520531797.8U CN204982561U (en) 2015-07-21 2015-07-21 A cushion with have a tiny fragments of stone, coal, etc. track for having tiny fragments of stone, coal, etc. track sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520531797.8U CN204982561U (en) 2015-07-21 2015-07-21 A cushion with have a tiny fragments of stone, coal, etc. track for having tiny fragments of stone, coal, etc. track sleeper

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CN204982561U true CN204982561U (en) 2016-01-20

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110497566A (en) * 2019-08-12 2019-11-26 黎明化工研究设计院有限责任公司 A kind of high damping buffer shock-absorbing device and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110497566A (en) * 2019-08-12 2019-11-26 黎明化工研究设计院有限责任公司 A kind of high damping buffer shock-absorbing device and preparation method thereof

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